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SC-CFBISD Riverchase-LR 990830FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 GENERAL REPORT Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas REPORT DATE: August 30, 1999 PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: August 27, 1999 Services Performed: Weather Conditions: Contractors on Site: Visual Inspection Sunny / Hot DaI-Mac / Berkel Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project to perform the following tests and observations as requested: · Production: 10 piles at 85 feet · Three sets of grout cubes (9 cubes) from piles B-54 and B-81. · No major problems encountered. · Total number of piles to date: 73 + 10 -- 83 piles Fugro South Project £ngineor SMH/bg Distribution: FUGRO SOUTH, INC. David A. Belcher, P.E. Sr. Project Manager DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle JRJ Paving - Jeff Williford Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 GENERAL REPORT CLIENT: Carrollton-Farmers Branch lSD, cio Dal-Mac Const. PROJECT: Riverchase Elementary School, Coppell, Texas REPORT DATE: AJ~gust 30, 1999 PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT': August'26, 1999 Services Performed: Visual Inspection Weather Conditions: Sunny/Hot Contractors on Site: DaI-Mac / Berkel Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project to perform the following tests and observations as requested: * Production: 13 piles at 85 feet * Pile B-75 - Strokes are not matching the grout volume. We grout~2 yards with grout factor of 1:21 versus 1:15. * I set of grout cubes (9 cubes) from B-64 and B-58, sample temperature 108 degrees, ambient temperature 110 degrees. Tot~o date: 60 + 13 = 73 piles Nabil °Mikhail Fugro South Project Engineer SMH/br Distribution: FUGRO SOUTH, INC. Sr. Project Manager DaI-Mac Construction - Jason Lillard Dai-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle JRJ Paving - Jeff Williford Carrollton - Farmers Branch lSD - Tom Bell ,Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 F ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. , , j~ ~c~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~- 7~. %3 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~n~.~ / ~,' Grout T'kd<et Batch Antval ~ Water Added Grout Sampling/Testing Grout Cube Data Track No. No. Time Time (Yo~ On-Site (Gal) MIX NO.: 9000 ~ , 40~ Time Temp. Flowcone Time Made Set Sampled, De~mes ~ec. ,NO. * Add 1 sack of Fluidifler On-Site DWG NO. c,~ Summ~ Re-Grouting Summal¥ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout , . Installaflo~ Grout (FL) ~ Factor Pres. <FL) Strokes Factor Ni~tme~t Yes Auger Dia. (In.) 24 82-77 Oath <FL) 85 87-62 '1~ Theor. Grout Va4. (Ft3~ 268.9 57..52 ~(.~ c o ng Star :4o Avg. Pump Pres. ~si} 42-37 G~ut Realm <Ft} ~ 37-32 ,~.0 T~ S~ P~ ~ z-7 $0 ~ 7-2 .vc c~e s~ P~,ced .~> ~t L~ Ddlling ~ja~nt Pile R~a~: Pump ~nt~ ~S~: 0 PiM Top Cl~n~?: Yes P~s?: Vol. ( 24 in. dia.~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 gu§~'e Seuth, 2880 Virgo Lane Dallas, Texas 75229 P..ae: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout ~ Batch A-rival Load Wate~ Added Grm~ Sampling/Testing Grout Cube Date Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 90(X B 4000psi Time Temp. Flowcone Time Made Set Sampled Degrees Sec No. Add I sack of Fluidifier On-Site DWG NO. C.,rou~g Sumr~y ~e-C.,ro~,~e Sum~/ PILE NO. ~n~ R~ ~p~ P~p G~ut Pump D~ Pu~ Grout ~ ini~al ~A ~i~l ~A ~ o~ ~ ~ ~ Gm~ ~s Ddl~ng ~j~nt Pile R~: Pump ~un~r ~S~: 0 Pump ~unter ~S~p: ~ ~ Pile Top Cl~n~?: Yes S~ P~t P~s?: Vol. (Z_4_iD.~[j.~)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 .l~uOr6 g6utiL Inc. 2880 Virgo Lane Dallas, Texas 75229 F..ne: (972) 484-8301 Fax: (972) 620-7328 'O AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ ~ .~=-%9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: S,~ o~.~ Grout Ticket Batch Arrival Load Water Ad~led Grout Sampling/Testing Grout Cube Date Track No. No. Tlme Time (Yd~) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp, Flowcon® T'm~e Made Set Sampled Oe~lreea Sec, No. ,,~ * Add 1 sack of Fluidifier On-Site DWG NO. c, rou~7 Summar~ Re-Groutir~[I Summary PILE NO. thi.,~ Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Slrokea Factor Pres. (Ft. I Stmkea Factor ~ Bev. (Ft.) Q~ 3 ~ initial 30 N/A initi,l N/A Auger Dia. (In.I 24 82-77 Augering Stert: ~,"~ 77-7'2 Pile Tip Elev.(Ft.) 8 ~ 6257 Finish: ,~:C1 47-42 Av~l. Pump Pres. (p~i) 42-37 ~-o. ~.~. ,..,: $o ~.27 .,?.¢ :~,~~: 3c3R 27-22 TOtal Grout VoL ~Ftal ~1~ .~g 22-17 Te~io~ Steel Placed 124 C.~e~ 4 t~q' b~r~ 30Ft Ad~oant Pile Ren~rks: Pump Counter ~Stert: 0 Pump Counter =Stop: ~ 5 ~ ?/~V/ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( Z..4.~= 3.14 F'l'~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Str~ke/5 FT interval = 20 ,/;u0ro 3outh, Inc. 28§0 Virgo Lane Dallas, Texas 75229 F ae: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: 5-.,,_~ G~ut Ticke~ Batch A,"fival Load Water Add~l Grout Sampling/Te~ttng Grout Cube Data Truck No. No. Time Time (Yd~ On-Site (Gal) MIX NO.: 900( ~ 4000psi Time Temp. Flowcone Time Made Set Sampled Oe~lree~ Sec. No. * Add I sack of Fluidifier On-Site DWG NO." C, mu~n~ summa~ Re-Gmuttn~l Summa~ PILe NO. Ini~al R~ Dep~ Pump Gm~ Pump D~ Pump Grout In~a~ G~t {FL~ S~ F~r Pros, ~Ft.~ S~kes F~nr ~ D~. (In.) 24 82-~ Rni~: ~ ; ~ 72~7 ~ i D~ (FL) ~ 67~2 ~ T=~ ~ v=. <~ } ~. ~ =-~7 ~5 ~" ~t Fa~ !- ~ 17-12 /~ ~ 7-2 ~ ~ L~ng PVC / ~ / C~l~ ~ Lo~ D~lling R~: Pu~ Counter ~S~: 0 Pump Counter ~Stop: 3 8 ~ Pi~ Top Clean~?: Yes S~ Pl~nt Pm~s?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval Fugm South, Inc. 2880 Virgo Lane Dallas, Texas 75229 P, .~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. J~ - ~ ~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: 8-3=-c~q~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,~,~ / H~,~- Gmat T'~,et Batc~ Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. Time Time (Yd3) O~.Site (Gal) MIX NO.: 900~ B 4ooopal Time Temp. Flowcone Time Made Set * Add I sack of Fluidifler ()n-Site DWG NO. C~u. PILE NO. Inifl~ R~ D~ Pump G~t Pump Dep~ Pump Grout ~ O~ PI~ ~p Pump ~un~r ~S~: Pile TOp Cl~n~?: Yes St~ Plant P~I~?: Vol. ( ;2Aj[t,..dja~= 3.14 FT3/Foot, Pump Calib. Factor = 0,92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 P. ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. k' [ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ - ,~ ~-%~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: c_,~-_~1 / ~-~- Grout Ticket Batch Arrival Load Wata~ Added Grout Sampling/Tsst~g Grout Cube Data Truck No. No. Time Time (Yd~) On-~ite (Gal) MIX NO.: 9000B 4o00psi Time Temp. Flowcone Time Made Set Sampled Oe~mes Sec. No. Add 1 sack of Fiuidifler On-Site DWG NO. Gro~W Summar7 Re-Grouting Summar7 PILE NO. ~ni~ Re- Oep~ Pump Gloat Pump Depth Pump Grout .... InstaltattOa C-. -. -. -. -. -. -. -. -m 3 u t (Ft.2 Strokes Factor Pres. (FL1 Strokes Factor Depth <Ft.) 85 67-52 Pile Tip Elev.(FL1 ~ ~ '~,~-.~ 62-57 Theol. C.~ut W. (~t~ 2es.~ 57-52 ~ Sta~ J 0; 5~ S2~7 Avg. Pump Pres. (pM) 42-37 ,,~,/'~ C~o~t Return <Ft) ~ 5 37..32 Overall Grout Factor !' ,~'[ 17-12 Ten~on Steel Pieced 12.7 Cet~lizere 2-Ground So~c Lo~ Pvc Centralizers Grout Loss Ddlling Adjacent Pile , Remarks: Pump Counter @Stad~ 0 Pump Counter ~Stop: ~ J'~ ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( Z..4.jj:t~dj.~= 3.14 F'i'3/Foot, Pump Calib. Factor = 0.92 FT31Stroke, Min. Stroke/5 FT interval = 20 Fu{~e ~:euth, Inc. 2880 Virgo Lane Dallas, Texas 75229 P,..~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~-%= CONTRACTOR: Datmac/Berkel & Co. Contractors Weather: $~,,_?.~ Grout T'~:ke~ Batch An~al ~ Wate~ Added Grout Sampling/Testing Grout Cube Dam Truck No. No. Time Time (Yd~) OmSite (Gal) MIX NO.: gOO( · 4000~ Time Temp. Flowcone Time Made Set Sa,~ oe~ sec~, No. Add 1 sackofFluidifierOn-Site -~ /~51 LI'3 I,=:Lit- I~ Io ~ JO DWG NO. ~,~u~ Summary Re-Grouting Summary PILE NO. Initial Re- Dep~ Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strok~ Fact~' Pm. , {FL) Strokes F~-~ Auger Dill. (In.} 24 82-?? A~. ~ P~. (~) 42~7 Te~ S~ P~ 12-7 G~ L~ Ddlling Pu~ ~unt~ ~S~: 0 Pump ~un~ ~Stop: Pile T~ Cl~n~?: Yes St~ P~t Vol. ( 24 in. dia~)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 laugro ~ouUt, Inc. 2880 ¥irgo Lane Dallas, Texas 75229 Phvne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: 8-,~c-.-~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ...%,,._~ / (~C. C,~out T'~,_.J(et Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On.Site (Gal) MIX NO.: 900( a , 4000pal Time Temp. Flowcone Time Made Se~ Sampled Oegrees Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. Gro,,o~ Sum~ Re-c-~; s~.~r~,y PILE NO. ~.=al Re- Depth Pump C-,'out Pump Depth Pump Grout In~tion Grout (Ft.) ,~ Factor Pre~. (Ft.I .. .Strokes Factor Pile Tip Etev.(Ft.) ~ ~.1 62-57 2/~'' Avg. ~mp Pre~ (~) ~z ~ 7-2 ~ 2~und C~ ~fion 4 ~7 ~ ~Ft Gm~ L~ Ddlling Pump ~tar ~S~: 0 ~mp ~unter ~St~: ~ 4 Z ~ T~ Cl~n~?: Yes S~ Plant ~?: Vol. ( ~= 3.14 FT~/F~t, Pump Calib. Factor = ~FT~/S~oke, Min. Stroke/5 FT inte~al = Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phvne: (972) 484-8301 Fax: (972) 820-7328 AUGERED CAST-IN-PLACE PILE RECORD PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ -~X~- ~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: cu~ *,~,~ / I-t~ ~c C~out Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. ~tme Time (Yd3) On-Site (Gal) MIX NO.: gO0~ B 40oopsi Time Temp. Flowcofle Time Mede Set Sa ,mpled De~'ees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. orou.~ Summary Re-Groutin~ Summen/ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installetio~ Grout (FL) $la3k~ Factor Pres. ~FL) Stmkss Factor Auger Dia. (In.) 24 82-77 Augering Start:. J '~: 0 1 77-72 De~lh (FL) 65 67-62 Theol'. Grout Va. (Ft3) 266.9 57-52 Grouting Start: ~L~. ~ ~ 52-47 Grout Return (Ft) /(~ 37-32 Total Stroke,, Initial: ,~ :32-27 Ten,on Steel Placed 12-7 Gage Description 4 #7 bars~ 30Ft Cemra!izers ~ Loss Ddlllng Adjacent Pile Reread<s: Pump Counter I~Start: 0 Pump Counter I~Stop: '~ 3 ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( Z.4_~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. S~5 FT interval = 20 · ,,, ~ ~.,- . FuOro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pi ,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~-3= .~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: gu,,,~ / Grout T~ket Batch Arriva/ Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gal) , MIX NO.: 900( B 4o0opsi 'nme Temp. Fiowcone 'nme Mede Se{ Sampled D~I~-~& Sec. No. sack of Fluidifler On-Site DWG NO. ~rou,.~ Summa~/ Re-Grouting Summa~ PILE NO. Initi~l Re- Depth Pump Grout Pump Depth Pump Grout Insta~ation Grout (Ft.1 ~ F=__~ Pros. (Ft.I Strokes Alignment yeti ~ D~. (~n.I 24 82-77 . Depth (FL) 85 67.62 Av~. PUI~O Pres. ~li} 42.37 so.~c L,oge~ Pvc / ' Centralizers Grout Loss Drilling Adiacent PiPe .,,. Remarks: Pump Counter ~Start: 0 Pump Counter ~Stop: .~ 3 g Pile Top Cleaned?: Yes Steel Placerr~nt Problems?: Vol. ( Z.4ji:!~Ij9.~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 'Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phone: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO.. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,,~.~ / (~: Grout T'.=kel Batch Arrival ~ Water Added Grout Sampling/Testing Grout Cul3e Data Truc~ No. No. Time Time (YEP) On.Site (Gal) MIX NO.: 900( ,B 4000psi Time Tamp. Flowco~e Time Made Set Sampled Degrees Sec No. * Add 1 sack of Fluidifler On-Site DWG NO. c,,x~; s~me~ Re-G~out~; Su.~ PILE NO. I~l Re- D~ ~mp ~t Pump De~ Pump Grout Ins~l~ G~t ~FI.~ ~ Fa~ ~es. (Ft.) , St~ F~ ~ ~ev. (FL) ~ ~ i~l~~ ~A initial ~A ~ D~. <~,.) 2~ ~2-~ D~m (FL) O~ 7-2 .., ~ L~ng PVC ~ O~pa~ 4 ~7 ba~ ~Ft G~ ~s Ddlling ~ Pile R~: Pu~ ~ ~Ste~: 0 Pi~ T~ C~n~?: Yes s~ ~t P~?: ,, Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 .Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 P, ,~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. _~-~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~.[~.~ CONTRACTOR: Dalmac/eerkel & Co. Contractors Weather: ~'*"7 / Grout T~ket Batch Arrival Load Water Added Grout Sampling/Te~ng Grout Cube Data TnJck No. No. Time Time (Yd3) On-Site (G~) MIX NO.: 900( B 4000psi,, Time Temp. Flowcone Time Made Set Semmd ~ sec No. * Add 1 sack of Flutdlfler On-Site DWG NO. G.~ su,~a~ Re-G,ou,,,v summa~, PILE NO. Ini~l ~ Dep~ ~mp ~ut Pump ~ffi Pump G~ut In~lla~ O~ (FL) ~ F~ P~. (FL) S~kes F~ N~t Y~ ~2 ~ D~. ~n.) 24 a2-~ ~ D~ 4 ~ ~ ~Ft ~ntml~em G~t Lo~ Ddlling Ad~a~nt Pile Re~s: Pump Counter ~S~A: 0 Pump Coun~ OSmp: ~ / ~ P~e Top Clean~?: Y~ S~ Pta~ Problems?: Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 .Fuoro Inc. 2880 Virgo Lane Dallas, Texas 75229 F ,le: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. A -~'5 , PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: 8,~o_;~,9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Gr~Jt 'ric~e{ Batch Antval Load Water Added C-;-;-;-;-;-;-;-;-;~t Sampling/Testing Grout Cube Data Track No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900( a 4000psi Time Temp. Flowcone Time Made Set I sack of Fluidifler On-Site PILE DWG,,,,*,NO' C~out~o Summal~ Re-Gtoutin~ S U,T.T~a CX g'~.a. In~l ~ O~ Pump ~ut Pump O~ Pump O ~~c ~,De~ 4 ~ ~ ~Ft C~lizem Grout Lo~ DHlling ~ja~nt Pile R~s: ~mp ~n~ ~S=~: 0 S~I Plaint Probe?: Vol. ( 2_4_j[k..dLQJ= 3.14 FI-a/Foot, Pump Calib. Factor = 0.92 FT~/Stroke, Min. Stroke/5 FT interval = 20 · Fu{]ro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 F ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO., ~' I~' '~' PROJECT: Riverchase Elementary School Project No.: 0791.2184 OWNER: CarroIIton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: 5 u~, Grout "nct~t Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck, No. No. Time Time (Yd3) Om~ite(Gal) MIXNO.: 900~ B , 4000psi Time Tefnp. Flowcone Time Made Set Sam~ed C~.-~= Sec. No. 3f Fluidifler On-Site DWG NO. Grou, w Suture=7 Re-~rou~.; summa./ PILE NO. In~a, Re- Deplh Pump Grout Pump Depth Pump Grout Installation Grout (FL) SL~_k.-~_ Factor P,-e~. (Ft.). Strokes Auger Die. (In.) .24 82.77 Depth (Fi) 85 .7-~2 ZO CorouUng Start: I ~ ] ~t? 52-47 GnxJt Return (Ft) 5 37-32 ,2..0 Total Grout Vol, (Ft3) - ~ , ~ ~ 4 ~ ~ ~Ft Grout Loss Drifting Adj~nt Pi~ Re~s: Pump Counter ~S~.: 0 ~ ~ ~pO~ ~-- Pump C~nt~ ~Stop: ~ ~ O Pile Top Claan~?: Yes S~ ~a~nt P~?: Vol. ( Z.4._jQ,_{[jB~= 3.14 FT31Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 · Fugre gouth, Inc. 2880 Virgo Lane Dallas, Texas 75229 F ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PROJECT: Riverchase Elementary School Project NO.": 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. ObserVed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Daimac/Berkel & Co. Contractors Weather: C~,~ ~, Grout Ticket Batah Arrival Load Water Added Grout Sam¢ingrre~ling Grout Cube Data TruckNo. No. Time ~ (Yds) On-Site(Gal) MIXNO.: g(XX)B 400~ Time Temp. Flowcone Time Made Set ~'t~- I~l/~oY 14.5¢ 1~;; L~J _~ DWG NO, (~ro~W Summary Re-Groufin~ PILE NO. I~1 R~ O~ Pump ~ut Pump ~P~ Pump Grout ~ E~. {FL) ~ ~ S~es FaVor ~ in~l ~ ~A ~r~; NIA Rna: ~: ~ 72~7 ~ ~ ~% (FL) ~ ~7~ ~ ~ ~. ~ v~. ¢~) ~.~ ~2 ~m<Ft~ ~ ~ ~7 ~/ 37~2 To~ G~V~. (~) ~ I .~ =47 0~1¢~ 7-2 . ~ ~n~ L~ng ~C G~ Lo~ Ddlling ~ja~nt Pi~ Pump Counter ~Stop: Pile T~ Clean~?:--Yes (~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval